Adibi, M., & Eshghi, S. (2006). Seismic performance of eight elevated water tanks during Silakhor, Iran earthquake of 31 March 2006. International Institute of Earthquake Engineering and Seismology.
Amin, J. A., & Soni, D. P. (2017). Assessment response reduction factor of elevated tanks with alternate RC frame staging configurations. International Journal of Engineering Technology Science and Research (IJETSR), 4.
Chaduvulaa, U., Patel, D., et al. (2013). Fluid–structure–soil interaction effect on seismic behavior of elevated water tanks. Procedia Engineering, 84-91.
Dutta, S., Mandal, A., & Dutta, S. C. (2000). Soil–structure interaction in dynamic behaviour of elevated tanks with alternate frame staging configurations. Bengal Engineering College (Deemed University).
Ghalandarzadeh, A., & Kavand, A. (2009). Determination of shear wave velocity of sedimentary deposits by means of microtremor measurements. Civil Engineering Infrastructures, 44, 525-536. https://sid.ir/paper/166650/fa
Housner, G. W. (1963). The dynamic behaviour of water tanks. Bulletin of the Seismological Society of America, 53(2), 381-387.
Haroun, N. M., & Ellaithy, H. M. (1985). Inelastic Seismic Response of Braced Towers Supporting Tanks. University of California, Irvine, Civil Engineering
Iranian Code of Practice for Seismic Resistant Design of Buildings (Standard No. 2800) (4th ed.). (n.d.). Road, Housing and Urban Development Research Center.
Iranian Codes for Design of Foundations and Geotechnics of Structures (No. 7). (2021). Ministry of Road and Urban Development.
Jain, S. K., & Jaiswal, O. R. (2005). Modified proposed provisions for aseismic design of liquid storage tanks (Part II). Journal of Structural Engineering, 32(9).
Meek, J. W., & Wolf, J. P. (1992). Cone models for homogeneous soil. Journal of Geotechnical Engineering (ASCE), 118(5), 667-685.
Vice Presidency for Strategic Planning and Supervision. (2012). Guideline for Seismic Design of Water Supply Systems (No. 604). Office of Deputy for Strategic Supervision, Department of Technical Affairs.